Laserfiche WebLink
7l7/', CASCADE TCSTICT L�+- ENGINEERS <br />INC. <br />TESTING 6 INSPECTION - ENGINEERS <br />j� 14120 N E 21s1 STREET <br />j� BELLEVUE. WASHINGTON 98007 <br />PHONE, 206 1 641 2570 <br />Santis, 525 6700 <br />$J�tl,tlala Ea•I all <br />420GI 692 5020 (2061 259 OH 17 <br />„ whiteley/Jacobsen <br />2118 Third Avenue <br />Seattle WA_ 98121 <br />Al TN <br />:nL POLiOWING WAS NOTI.D <br />NO. .I.1. U.3-7-- <br />OAII <br />C ERT. NO. <br />3 14 80 <br />797-12p. _ <br />,'HOJLCI <br />Ivall Street Building <br />t OCAI ION <br />Wetmore hall - Everett IVA <br />6l DG PERMII NO <br />OWNER <br />Nall St. Group <br />WEATIIER <br />TEMP 40 AT 11 AM <br />clear <br />41 AT I PM <br />LNGINELH <br />IVIJCT.a <br />AHCIII <br />wJn <br />CONTRACTOR <br />Bough Construction <br />Weldin • Inspected end wall panels both ends of east canopv at <br />entrance way. Welds were full and of minimum length specification. Weld <br />size appeared adequate by visual inspection Back up bars were used to <br />span parel gap E7018 electrode 1/811 rod size was used. <br />Resteel• Inspected forms and resteel at planter box area northwest <br />corner of building and at planters Row 6(A-C 50) 1st floor lev,lorms <br />were clean tight and well braced. Pesteel in place and checked okay. _ <br />_ Concrete: Inspected and sampled 4 cubic yards of 5 1/2 sk/c type I <br />concrete in above described planters Concrete was wheeled in place and <br />mechanically vibrated. One set of three_[3 c linders was cast. <br />i <br />MAR 2 <br />-OURSONPROJLCT _ — L:I.TY OF EVE T <br />TRAVEL � — RE7 , <br />tPAV EL MILEAGE <br />IL LE AGE ------------ VUl II ••'�Jt• <br />A^PROVED By <br />Ircll Ilomp i c.r <br />E�o,E 1v3A-WSG-AS4G-BC-Cer— FIELD REPORT <br />